摘要
由于超静定结构在温度变化条件下产生结构应力、应变,相应提出一种智能桥梁——在梁底布设短切碳纤维混凝土层。经理论分析和算例表明,该方法在很大程度上抵消了荷载作用下产生的弯矩和挠度,并可实现智能控制,从而提高了桥梁的承载能力和变形能力。
In this article, static-indeterminant concrete structure will generate structure stress and strain by change of structure temperature. It proposes a kind of related intelligent bridge control methods: deploy short carbon fiber reinforced concrete in the bottom of the beams. The theory analysis and evaluation of proposed models show that this method largely offset the structure moment and deflection under load; it is able to achieve intelligent control, thereby raising the hearing capacity and deformation capacity of bridges. This method for multi-span continuous beam is very effective.
出处
《武汉理工大学学报》
EI
CAS
CSCD
北大核心
2008年第10期81-84,共4页
Journal of Wuhan University of Technology
基金
湖北省交通厅科技项目(鄂交科[2004]343)
关键词
智能桥梁
碳纤维混凝土
组合结构
电热效应
intelligent bridges
carbon fiber reinforced concrete
composite structures
electro-thermal efficiency